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Attachment C - Biddding Specification 1-23-25
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(25-01-01) City Annex Building Construction Renovations
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INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONS
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Attachment C - Biddding Specification 1-23-25
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2/20/2025 9:22:18 AM
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2/20/2025 9:18:50 AM
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CityClerk-Bids_RFP_RFQ
Project Name
City Annex Building Construction Renovations
Bid No. (xx-xx-xx)
25-01-01
Project Type (Bid, RFP, RFQ)
Bid
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<br />THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 032000 Concrete Reinforcement-4 <br />E. Install welded wire reinforcement in longest practicable lengths on bar supports <br />spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one <br />mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in <br />either direction. Lace overlaps with wire. <br /> <br />F. Accommodate placement of formed openings. <br /> <br />G. Wall reinforcement shall not be placed in the work until one side of the wall forms has <br />been erected, aligned and braced. As the wall reinforcement is placed, it shall be <br />secured to the wall form with the proper clearance between the steel and forms. <br /> <br />H. Slab reinforcement shall be supported by manufactured steel bolsters only. <br />Concrete half-bricks may be permitted only in slab on grade or footing <br />construction. <br /> <br />I. Where walls or other items are shown as built integrally with other sections, but are <br />placed as separate pours, keys and dowels shall be provided. Dowels shall be same <br />size and at same spacing as reinforcing, unless noted otherwise. <br /> <br />J. Provide 4 x 4 - W 4.0 x W 4.0 electrically welded wire fabric, ASTM A185 <br />reinforcing in all concrete slabs on ground unless shown otherwise. <br /> <br />K. Provide corner bars of same size and spacing as main reinforcement at all <br />intersections and corners, unless noted otherwise. <br /> <br />L. Where openings occur in walls or slabs, and unless otherwise noted on the plans, <br />provide two (2) #5 bars at all sides and extending at least 2 feet beyond corners and <br />two (2) #5 bars at least 4 feet long diagonally across each re-entrant corner. <br /> <br />M. The Contractor shall give 24-hour notice to the Engineer for inspection of the <br />reinforcing prior to the placement of the concrete. <br /> <br />N. The reinforcing for the concrete placement shall be completed and inspected <br />before ordering concrete. <br /> <br />3.2 FIELD QUALITY CONTROL <br /> <br />A. Field inspection will be performed under provisions of Division 1 - General <br />Requirements. <br /> <br /> <br />END OF SECTION
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